HomeMy WebLinkAboutSurvey, Finalm
0
01 30'60 91
LEGEND & ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
MHWL
MEAN HIGH WATER LINE
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
®
WATER METER
&
AND
®
AT
0
DELTA
0 UTILITY POLE
' PINE TREE
RECORD SURVEY
LOCATED IN SECTION 36, TOWNSHIP 35 SOUTH, RANGE 40 EAST
SAINT LUCIE COUNTY, FLORIDA
\ o
EXISTING
WELL
0 75.0'
\y /
PA
\y
29,0 >E 30,7
\ /
30,x59
O
CONCRETE
\ SLAB
\ FEE = 29.8'
\ END 1/2" IR `y
A
END 5/8" IR
(NO ID)
N\ \c3W
a\ 1,5 \
ROY HERNANDEZ \
LOTS 5 & 6 75' OFFSET
OCCUPIED AS ONE TO MHWL
ORB 449 PAGE 1771 `'70 \ \
\ 21, o \ \
99 "1 1,3
27.2 \ck
SEPTIC gREq \O"t' �\
x 25.3 \ vi
c
�
� \ END 5/8" IR \ \ \ O
(NO ID) A \ \
BENCHMARK O
ELEVATION = 22.29' x 22, x 2a2 \�rA
NAVD OF 1988 \ END 5/8" IRC
5 p (NO ID) 2 g 5 27,7 5' METAL FENCE (CLEAR) _ _ % 21.9 x 21s PSM # 5543 72 71
30.09 1.7 21.56 { V
3013 22.44 21.70 32.7'
2AOS 3�0.64 31.16 O 28�3 O S -A 11 8- GAS W x 2].06
o S 89058'49" W
�% 29.1 x 2e.16 'A C oa GAS VALVE ^? 2
END 1/2" IR
(NO ID)
7.99 GAS TANK x 23A4
'225 IU.UU' 91
20. 1J
54,15' szt
x 3L7 d 1fj,0' � 40
\ ash
t;.ISTING 1 EXISTING w d
x 29.76 O 24. x23 ✓• A \
\ o o -CONCRETE 1STORYCBS a z9.71
¢ mI
N o .o PERMIT o RESIDENCE U 'q 9? rG
\ 31.]6 #2004-D12� h :p a ! \ \
N \ •.27.0' v EKE = 30.2' '"- __' ]s4
1J 150 e,aP, p RMIT #2003-0642 y];sB 32.22 xk1A
O 06? Y g52 io x'.2426, i29' 2 7 ✓, 2e90 x3 1 x 3 2 \ ',a 4.15' 10.00 COVERED
x 2 ,2 m y • 26.2s PORCH w g
0
WATERLINE \ 2B2 ARC 2436324 03-000-1 gs
x 2421) isl ST6EgFAN IS 2aa�ys a
r246 3L95 y w .. '. a i 27�W 6.Q. EOT 2 �I
x 32. 2 0 ° ° �• O> 'LX•�TING° m
304
\ CONCRETE' ° " ORB 449 PAGE 1771 u +
se
x 32.13 x 'v 29.93 ° • 25•@ 2 63
x 28\�7
WELL10'2�31,1
2.39 30,BBx 30.67 ,g Z x x 31.3 `S 89058'49" W aCODNRCRRETE 22.
x 29.4 - °
IVE
69 is,7 20,3' EXISTING
\ U SHED 28,2'WELL
5' METAL 18 Ox 's' 21 .0' m 1 STORY
FENCE (CLEAR) 32.3 \ N GARAGE - END 3/8" IRC
PARCEL # 2436-3240004-000 8 LS # 2371
N y o.a' 28.6' LS CROWE
0 4531 S. INDLYN RIVER DRIVE
o\ \ / P LOT 3
FEORB 449 PAGE 1771
2TTORY o63
/ EXISTING FRAME \
t- tr \ \ SEPTIC AREA O RESIDENCE
b 2e.2'
o }
FOUND 1/2" IR \
(NO ID) \ 240.15'
o S 89°58'491,W
s
o
74.2'
g51K
92.0'
o
a w
PARCEL # 2436-324-0006.000-2
34
� w
1),9 N
�t1A
\
14.0'
-
#Dp
yo
EXISTING
9) Nw
05 o 0
AA
\
1STORY
o
.
w CBS
10
m
o
io
N RESIDENCE
ZO
M
FEE = 30.66
b
FOUND 1/2" 1�
34 7
o
37.3'
(NO ID)
BENCHMARK
\
59.3'
,EVATION = 34.59'
9-
a'
w
NAVE, OF 1988
o
i
245.
S 89°58'49" W
MEAN HIGH WATER LINE
LOCATED DECEMBER 12, 2019, 10:30AM
ELEVATION 0.355), NAVE, OF 1988
CONVERT TO NGVD OF 1929 (+1.49')
23,3 1.6 'G
23.4
ten; 00
� k -Da
\ \ END 5/8" IRC \
I/C LB # 7903 84.10' 2
S 89058'49" W �i9°
MEAN HIGH WATER LINE
LOCATED DECEMBER 12, 2019,10:30AM
i ELEVATION (-0.35'), NAVD OF 1988
CONVERT TO NGVD OF 1929 (+1.49')
'tT
ub � 4 6
- .0 23.8 1.9
23,68 23.7 2353\ x 22,9 N
\ \ /T Mlivi \
N iIS
n
OW.
00 -0,29
d 13
m \ \ N
_FOND ID) ND II
(NO )
X 2
PARCEL # 2436-324-0005-000-5
DREAM VENTURE HOLDINGS
S. INDIAN RIVER DRIVE
VACANT
251.17'
S 89.5849" W
\ FOUND 5/8" IRC
O�\w
A
LIN
\ PSM # 4049
BENCHMARK
ELEVATION 24.53'
\ T
aO
=
NAVD OF 1988 86 87'
2 �
24,53 S 89°58'49" W
d
5 7 � 2 p
-0,32
2,0 t\
(p \
o.
\O
<JA •p61 `� Q O
d \
90.15'
FOUND 5/8" IR S 89°58'49" W
\ FOUND 5/8" IRC
NO ID
PSM # 4049
\ 1J1\ \
cD
Nw
cp.
X.
td
FOUND 1/2" IR \` '
(NO ID)
MEAN HIGH WATER LINE
LOCATED OCTOBER 02, 2014, 1:30PM
ELEVATION 0.35), NAVD OF 1988
N CONVERT TO NGVD OF 1929 (+1.49)
5 AIA
ORANGE AVENUE c
n
EDWARDS RD, �Z
i
$ �Z
OKEECFI�E� 712 WHITE CITY ROAD
1z"
SITE
AIA
PRIMA VISTA BLVD.
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
4535 S. INDIAN RIVER DRIVE
FORT PIERCE, FLORIDA 34982
LEGAL DESCRIPTION
THAT PART OF THE NORTH 91.86 FEET OF THE SOUTH
1690.07 FEET OF GOVERNMENT LOT 2, SECTION 36, TOWNSHIP
35 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA,
LYING EAST OF THE FLORIDA EAST COAST RAILROAD,
TOGETHER WITH RIPARIAN RIGHTS. ALSO KNOW AS LOT 4, PER
ORB 449 PAGE 1771, 1772, PUBLIC RECORDS ST. LUCIE
COUNTY, FLORIDA.
GENERAL NOTES
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1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS
RESIDENTIAL.
2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS G W,2
Z
NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & aao
MAPPER. O
Wi� �i
U. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE Z'3W
SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED ioo
SURVEYOR &MAPPER. 0
N
4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE 1 ;off
EASTERLY RIGHT OF WAY OF FLORIDA EAST COAST RAILROAD, Z V ci NNy
Z Q Z N
BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING AN ASSUMED z 1LL
-
U =
BEARING OF N20°20'56"W. > zod
Uj�
> > �Nw
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY V W 9 W=93
IS IN ZONE "X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, w N z =°g
COMMUNITY PANEL NO. 12111 C 0193 J, EFFECTIVE DATE = p a W�0a
FEBRUARY 16, 2012. �/ ,°I��� �u _ =owa
W V N } WPOO
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL (,� aO °$oN�
DATUM (NAND) OF 1988. W C) v ow
W W
��zm
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED O W xw� W
STATES STANDARDS, IN FEET AND DECIMALS THEREOF. O D00 d�8
V o0 =°�
Z .0
0Wt
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE W N
BEEN LOCATED AND SHOWN HEREON. ON=�
0
w�
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT y °000
BEEN LOCATED ON THIS SURVEY. <<Do
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF DRAWN BYI CA
OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS CHECKED BYI CA
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, DATEIDECEMBER 13, 2019
OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY
ACT DEEDS. HORIZONTAL SCALD
12. THE LAST DATE OF FIELD WORK WAS DECEMBER 12, 2019.
NOT VA(IID I ATURE
AND Qltl -SEAL• • DA
LIC, 8 MA III
Cl:• 497
GLOBAL POSITIONING SYSTEM (GPS) NOTES
=
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON
BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER.
�� '•• Scc� ;•'
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT.
CHARLES ARNOLD
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
PROFESSIONAL SURVEYOR & MAPPER
CARLSON SURVEY 2018.
FLORIDA LICENy NO.4971
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY
O
EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE
RINTE DATE
SHEET 1 OF 1
CODE (F.A.C.) 5J-17-051.
PROJECT NO. 19-545